Attachment_2_-_SOW_FOC_from_B2801_to_B1101__2018-00235_Rev__20_Jun_2018.pdf

STATEMENT OF WORK (SOW)

For

DS - 36 Strand SM FOC from B2801 ITB to B1101 ITB

Keesler AFB, MS

23 MAY 18

Prepared By

81 CS/SCXP

510 H Street, Keesler AFB, MS 39534

Table of Contents

1. SCOPE 4

2. REQUIREMENTS 4

2.1. GENERAL REQUIREMENTS 4

2.1.1. Safety Requirements 4

2.1.2. Site Coordination 4

2.1.2.1. Confined Space 4

2.1.2.2. Accident/Incident Reporting and Investigation 4

2.1.2.3. Work Area(s) 4

2.1.2.4. Traffic control 5

2.1.3. Security Requirements 5

2.1.3.1. Security Clearances 5

2.1.3.2. Operational Security (OPSEC) 5

2.1.4. Environmental Compliance 5

2.1.5. Permits 6

2.1.6. Integrated Process Team (IPT) 6

2.1.7. Quality Assurance 6

2.1.8. Contractor Personnel 6

2.1.8.1. Project Management 6

2.1.8.2. Site Point of Contact (POC) 6

2.1.8.3. Personnel Requirements 7

2.1.9. Warranty 7

2.1.10. Manuals and Practices 7

2.2. SPECIFIC REQUIREMENTS 7

2.2.1. Maintenance Holes (MHs) and Handholes (HHs) 7

2.2.2. Measurements 7

2.2.3. Underground Utilities Markings 7

2.2.4. Cable Racks and Cable Rack Supports 8

2.2.5. Labeling 8

2.2.6. Cable Tags 8

2.2.7. Pulling Tape 8

2.2.8. Cable Terminations 8

2.2.9. FOC Maintenance Loop(s) 8

2.2.10. New Maintenance Holes/Handholes 9

2.2.11. New Maintenance Holes / Hand Holes Placement 9

2.2.12. Grounding 9

2.2.13. Underground Conduit System 9

2.2.13.1. Composition 10

2.2.13.2. Installation 10

2.2.13.3. Bends and Sealing 10

2.2.13.4. Utility Separation 10

2.2.13.5. Spacers and Tracer Wire 10

2.2.13.6. Entrance Conduits into Existing Maintenance Holes 11

2.2.13.7. Excavation/Building Penetrations 11

2.2.14. Outside Plant Installation 11

2.2.14.1. Infrastructure Installation 11

2.2.14.1.1. Maintenance Holes 11

2.2.14.1.2. Ductbank Infrastructure 11

2.2.14.1.3. Geo-textile Fabric (or Innerduct) Installation 12

2.2.14.2. Fiber Optic Cable Installation 12

2.2.14.2.1. Bldg 1101 12

2.2.14.2.2. Bldg 2801 12

2.2.15. Site Restoration/Debris Removal 13

2.2.16. Service Outages 13

2.2.17. Identification/Marking 13

2.2.18. Installation Schedules 13

2.2.19. Weekly Status Reports 13

2.2.20. As-Built Drawings 13

2.2.21. Test and Acceptance/Installation Test Plan 13

2.2.21.1. Fiber Optic Cable Tests 14

2.2.21.2. Optical Attenuation 14

2.2.21.3. Distance 14

2.2.22. Acceptance/Installation Test Report 14

2.2.23. Final Acceptance 14

2.2.24. As-Built Documentation in CVC 14

3. GENERAL INFORMATION 16

3.1. Period of Performance 16

3.2. Place of Performance 16

3.3. Hours of Operation 16

3.4. Holidays/Down Days 16

3.5. Base Support 16

3.6. Minimum Contractor Qualifications. 16

APPENDIX A: APPLICABLE STANDARDS 17

APPENDIX B: LIST OF DELIVERABLES 18

APPENDIX C: LIST OF ACRONYMS 19

APPENDIX D: DRAWINGS 21

1. SCOPE

This SOW defines the requirement for the Contractor to engineer, furnish, install and test (EFI&T) new 36 strand single mode (SM) Fiber Optic Cable (FOC) from Bldg 2801 to Bldg 1101. The Contractor shall provide all equipment, tools, materials, supplies, transportation, labor, supervision, management, and other incidentals necessary to meet the requirements as stated in this SOW; no equipment, supplies, or material, will be provided by the government. All equipment, supplies, or materials installed as part of the Customer-Owned Outside Plant Telecommunications Infrastructure shall be new and not refurbished, and must be rustproof and corrosion-resistant, due to the nature of the environment.

2. REQUIREMENTS

2.1. GENERAL REQUIREMENTS

2.1.1. Safety Requirements

The contractor shall remain in compliance with all Federal, State, and Base security and safety laws, regulations, policies, and requirements.

2.1.2. Site Coordination

The Contractor shall meet with the base safety officer immediately upon arrival on site for review of the specific safety requirements prior to installation.

2.1.2.1. Confined Space

The Contractors and Sub-contractors entering spaces on Keesler AFB (KAFB), MS are responsible for the safety of their personnel and for their own confined space program as outlined in local, state, federal (OSHA CFR 29 Part 1910-268) compliance standards. The Primary Contractor (Prime) is responsible for all sub- contractor confined space operations. The Contractor shall notify the KAFB Fire Department on-duty dispatch controller twenty four (24) hours prior to entering any maintenance hole, if emergency services assistance is desired.

2.1.2.2. Accident/Incident Reporting and Investigation

The Contractor shall record and report all available facts relating to each instance of injury to the Base Safety Office. The Contractor shall secure the scene of any accident and wreckage until released by the accident investigative authority through the Base POC. If the Government elects to conduct an investigation of the incident, the Contractor shall cooperate fully and assist the Government personnel until the investigation is completed.

2.1.2.3. Work Area(s)

At day’s end, the Contractor shall remove all debris and surplus materials from the work place.

Safety barriers shall be in place to protect unfinished work site at the end of the day. All open holes or trenches shall be completely enclosed by flexible orange construction safety fencing, or other safety barriers, at the end of the work day. Equipment and materials required to complete the work effort may remain on site as long as they are organized/stored in a manner that does not cause a safety hazard.

Under no circumstances will any equipment or materials be left unattended within the designated Keesler AFB Controlled Movement Area (CMA) at any time. The Contractor’s designated on-site project manager will maintain two-way radio contact with the Keesler Air Traffic Control

(ATC) Tower at all times during construction work within the CMA. Two-way radios/LMRs will be provided by the government. On work sites outside the base perimeter, the Contractor shall coordinate with (and abide by the requirements of) the appropriate local, state, and federal agencies to ensure work areas are safe at day’s end.

Due to safety of the aircraft, FOD is a vital concern. Work debris and equipment ejections/outflow must be directed away from the flight line when working nearby the flight line.

2.1.2.4. Traffic control

In the event base vehicular traffic is to be disrupted by trenching or horizontal directional boring, the Contractor shall make appropriate notifications NLT 10 calendar days in advance to 81 CS/SCXP so that inform Base Security Forces and Emergency Services personnel of the planned disruptions.

2.1.3. Security Requirements

The Contractor shall process and provide a Site Visit Request Letter to 81 CS/SCXP within 5 calendar days after contract award. This spreadsheet shall identify the names (as shown on the driver’s license), driver’s license numbers and state of issue, and birth date of the personnel who will be performing work under this SOW, company name, address, phone number and contract number, start date and end date. This information is required to grant access to the base. If required by the base, the Contractor shall provide identification badges for their employees. All Contractor personnel shall wear these badges while on duty on the Government site. The badges shall identify the individual, company name, and be clearly and distinctly marked as Contractor and be in accordance with base regulations.

2.1.3.1. Security Clearances

Stated work and associated products shall be performed at the UNCLASSIFIED level. However, some of this work will take place in secure areas where Contractor employees must be escorted at all times. The Contractor must coordinate access to secure areas at least five (5) working days ahead of time. It is the Government's responsibility to provide escorts.

2.1.3.2. Operational Security (OPSEC)

Network infrastructure (CMHDS, MH/HH locations, fiber paths, etc.) is on the 81 CS Critical Information List (CIL) and must be protected. The Contractor shall take appropriate measures to protect detailed information pertaining to the EFI&T effort, to include appropriate marking of documents as “For Official Use Only (FOUO),” and ensuring limited distribution of documents and schematics/drawings to only those individuals with a valid need to know. In accordance with (IAW) AFI 10-701, OPSEC Considerations, the Contractor shall develop an OPSEC plan to ensure the protection of FOUO data either furnished by the government or produced by the Contractor. The Contractor’s OPSEC plan provided in the RFP shall be incorporated into the

SOW.

2.1.4. Environmental Compliance

The Contractor shall comply with the most stringent environmental federal, state, and local laws and regulations; and Air Force policies, instructions, and plans. The federal Government is not exempt from compliance with environmental regulations. The contractor shall maintain an awareness of changing environmental regulatory requirements to avoid environmental deficiencies for activities on Keesler AFB MS. The Prime Contractor shall be responsible for their sub-contractors’ compliance with environmental laws and regulations.

2.1.5. Permits

The Contractor shall complete and process all permits required to complete the installation prior to any trenching, or modifications to a facility, maintenance hole or hand hole; for example,

• Base Civil Engineering Work Clearance Request, a digging permit, (AF Form 103)

• Base Civil Engineer Work Request (AF Form 332).

• AF Form 103 and AF Form 332 {and any other required permits (as determined by Base Civil Engineering (BCE) and/or 81 CS/SCXP, etc.)} shall be submitted at IAW local procedures.

All utility markings, flags, etc. shall be maintained by the contractor after the responsible work center/shop identifies/locates them. If a utility is severed or damaged due to neglect or if attributed to the fault of the contractor, then the contractor shall repair and return the utility back to the same condition it was in prior to the damage. The form(s)/permits shall be coordinated with 81 CS/SCXP at minimum one week prior to arrival on-site.

2.1.6. Integrated Process Team (IPT)

The Contractor shall chair a weekly IPT meeting that includes Contractor representatives, the 81 CONS Contracting Officer (CO), the 81 CS/SCXP Project Manager (PM), and other base personnel as required. The Contractor shall provide an agenda and a worldwide “Meet Me” teleconference capability for the duration of the project. The purpose of the IPT meeting is to discuss project progress, problems being encountered, and other information necessary/beneficial to ensure success and timely completion of contract requirements. The Contractor shall record meeting minutes and distribute to the attendees.

2.1.7. Quality Assurance

The Contractor shall provide Quality Assurance Support for the life of the project. The Contractor’s quality assurance evaluator shall assist the Government representative in performing random spot checks and system acceptance tests. The Contractor shall be responsible for identifying system and outside plant deficiencies and /or discrepancies throughout the life of the project. A weekly report (soft copy) shall be submitted to 81 CS/SCXP, 81 SC/SCQ and 81 CS/SCOI indicating progress/status and listing any deficiencies/discrepancies found and actions to correct them.

2.1.8. Contractor Personnel

2.1.8.1. Project Management

The Contractor shall provide a Project Manager (PM) and alternate(s) responsible for contract performance and continuity. The Contractor shall identify the Project Manager’s or alternate's range of authority to act for the Contractor relating to daily contract operation.

2.1.8.2. Site Point of Contact (POC)

The Contractor shall designate the Contractor's on-site team leader and alternate(s) as the Site POC for individual projects in their Site Visit Request Letter. The Site POC or alternate(s) shall be on site during duty hours until project completion and shall oversee all facets of the installation tasks. The Site POC shall be the interface for all work site communications with the Government, including quality, safety, and discrepancy matters.

2.1.8.3. Personnel Requirements

The Project Manager, Site POC, and respective alternate(s) shall be able to read, write, speak, and understand English. All reporting and documentation shall be in English.

The Government requires at least one experienced and technical certified Building Industry Consulting Service International (BICSI) installer to be at on-site location, and shall be on site to coordinate permits, clearances, and receiving shipments/material related to the task order.

2.1.9. Warranty

The Contractor shall provide a one year warranty or manufacturer’s standard commercial warranty, whichever is longer. This warranty shall include a one year workmanship warranty.

The warranty period shall start from the date of system and/or project acceptance. The Contractor shall provide written procedures and required information for warranty services at or prior to site acceptance.

2.1.10. Manuals and Practices

The Contractor shall provide the latest version of operation, installation, and maintenance manuals and practice guides, and user guides for each system installed as provided by the original manufacturer with all new equipment and shall be provided to the 81 CS/SCXP PM.

2.2. SPECIFIC REQUIREMENTS

The Contractor shall design and install Customer-Owned Outside Plant Telecommunications Infrastructure in accordance with TIA-758-B. The cable installation shall be coordinated with the 81 CS/SCXP so that any impact on the building users is properly coordinated. The sequence of installation is at the Contractor’s discretion. See Appendix D – Drawings, for reference and estimated distances of existing and proposed infrastructure and cable routes. This is only a proposed solution. The Contractor is free to make any recommendations pertaining to the accomplishment of this requirement in their proposal.

The Contractor shall EFI&T one (1) 36 strand SM FOC from Bldg 2801 to Bldg 1101 along with associated fiber optic distribution panels (FODPs) in Bldg 2801and Bldg 1101 including all associated terminations as defined herein.

2.2.1. Maintenance Holes (MHs) and Handholes (HHs)

The Contractor shall pump out water as required. The water may be pumped on the ground.

2.2.2. Measurements

Any distances provided in this SOW are approximations and SHOULD NOT be used for ordering materials or determining duct lengths.

2.2.3. Underground Utilities Markings

The Contractor shall coordinate with base agencies to ensure markings are placed over existing base infrastructure prior to digging or directional drilling (horizontal directional boring) and shall take precautions to protect existing infrastructure. In the event the Contractor cuts or otherwise damages any buried utilities or base infrastructure, then Contractor shall immediately notify the 81 CS/SCXP PM and BOS CE and 81 CONS Contracting Officer. The Contractor is responsible for repair of any damage caused during installation when the infrastructure is clearly marked.

The Contractor is responsible for maintaining all markings, and for ensuring AF Form 103 (Dig Permit) remains current. Dig permits must be renewed every 14 calendar days if construction is to continue past the originally approved 14 day period.

2.2.4. Cable Racks and Cable Rack Supports

Cable racks shall be installed in maintenance holes and handholes as required – this includes new and existing MHs/HHs. Splices shall not be supported by the cables that enter each end of the splice case. The splices shall be supported by cable hooks under the splice case.

Telecommunications industry standard cable hooks of the appropriate length shall be provided to support cables and splice cases. The cable hooks shall be secured using cable rack locking clips.

All cables shall be supported using racking clips, cable racks, and cable hooks.

2.2.5. Labeling

The Contractor shall label all equipment and cables they install in accordance with (IAW) TIA- 606-B and as directed by 81 CS/SCXP and conform to local maintenance identification.

2.2.6. Cable Tags

All tags shall be permanently labeled, easily visible and corrosion resistant. Install cable tags in all maintenance holes/hand holes, cable vaults, pull boxes and building entrance terminal locations. When cables pass through a MH/HH, put a tag on the cable, approximately 2 feet from each duct entrance, or on each side of the splice case, if one exists. If there is a slack loop in the cable in the MH/HH, put a tag on the loop. Information on the tag shall conform to the system used by local maintenance personnel to identify cables.

Example (fiber): FO 4309 – Building fiber is being installed for

4705-4309 – ITN / Building number

1-12 SM or MM – Number and type

Note: The same information shall appear on the Contractor’s completed As-Built- Drawings.

2.2.7. Pulling Tape

All newly installed ducts left vacant shall be provided with a waterproof, corrosion resistant, pre-lubricated flat woven polyester pull tape with sequential footage markings (1250 lb. pulling strength) for future cable installations. The pull tape shall extend into the maintenance holes/handholes and be secured to a cable rack or pulling iron, etc.

2.2.8. Cable Terminations

Fiber optic cable termination will be SC connectors, with no splicing (home run installation), and no jumpers.

2.2.9. FOC Maintenance Loop(s)

The Contractor shall install a 25 foot fiber optic cable maintenance loop in every maintenance hole. The maintenance loop slack shall be properly labeled, securely supported on top and bottom to the cable rack and off the MH floor. The same information shall appear on the Contractor’s completed As-Built drawings.

2.2.10. New Maintenance Holes/Handholes

New Maintenance Holes (MH) shall have minimum interior dimensions of 6’ x 12’ x 7’, and meet the requirements of TIA-758. New hand holes (HH) shall have minimum interior dimensions of 4’ x 4’ x 4’, and meet the requirements of TIA-758. Sump (with removable perforated cover), pulling-in irons, ¾” x 10’ ground rod, telecommunications industry standard cable racks and hooks, and bonding ribbon attachments shall be provided in all new hand holes.

Round hand hole covers shall be cast with 1/8” raised letters stating “COMMUNICATIONS” displayed on the outside and shall be fitted with a locking mechanism. LockDown Device with Abloy locks or equivalent are use as locking mechanism. Coordination with 81 CS/SCXP will be required to identify key information.

MH and HH shall be designed to telecommunications industry standards (concrete compressive strength, reinforcing, rebar spacing, etc.); hand holes and covers, shall be capable of supporting AASHTO H-20 wheel loading. They shall be precast with manufacturer installed wall inserts for attaching cable rack hardware and have predrilled duct entry holes [sealed with knockouts (configured for splayed entry in end walls)] with duct terminators (inside end to be flush with HH interior wall surface) to accept 4-inch I.D. (inside diameter) schedule 40 conduit. The hand holes shall be installed IAW RUS Bulletin 1751F-644 and commonly accepted telecommunications practices relevant to the task.

Excavation for MH and HH placement and bedding material shall be IAW manufacturer’s recommendations. Backfilling shall be select backfill free from stones, frozen earth, broken concrete, or pavement, wood, etc. They shall be set so that the cover shall extend no more than ½” above paved surface or 3” above surrounding grade if unpaved surface. Hand holes are numbered as indicated on SOW Sketches for the purposes of identifying them for this project only. 81 CS/SCOI representative shall provide permanent numbers for the maintenance/hand holes, which the Contractor shall put on the as-built drawings.

2.2.11. New Maintenance Holes / Hand Holes Placement

Maintenance/Hand Hole placement will be identified by 81 CS/SCOI.

2.2.12. Grounding

Grounding hardware such as corrosion resistant wire, bonding ribbon, clamps, ground rod, etc.

necessary to properly bond/ground the cable in MHs shall be provided by the Contractor.

Reference ANSI/TIA 607. Contractor provided ground rods will be installed outside HH/MH

IAW ANSI/TIA 607.

2.2.13. Underground Conduit System

The Contractor shall be responsible for any required trenching and/or boring necessary to lay the duct system. The Contractor is also responsible for backfilling ditch lines and compaction of fill materials with appropriate compaction tools. Backfill material shall be clean and free from all organic material, clary, marl, or unstable materials, debris, lumps, or broken paving. NO rocks or stones larger than 3 inches in diameter shall be allowed in backfill. Material for backfill may be material resulting from excavation, if it meets the above requirements. Unless specified otherwise, Directional Drilling shall be used for all paved surface crossings (see Table “Directional Drilling: PVC Duct-banks” for details). Directional drilling shall be used for sidewalks, parking lot driveways, road crossings, taxiways, runways, etc.

2.2.13.1. Composition

The ducts shall be 4-inch inside diameter (I.D.) round or metric equivalent. The ducts shall be made of EPC-40 Polyvinyl Chloride (PVC) (Schedule 40) IAW NEMA TC-2. For unique/site specific situations, the ducts shall be made of EPC-80-PVC (Schedule 80) IAW NEMA TC-2.

Schedule 80 PVC shall be limited to risers, all above ground conduit, and under the roadway/parking pavement. High density polyethylene (HDPE) SDR 13.5 shall be used when directional boring is used. The ducts shall be appropriately labeled indicating the composition material. Ducts shall have a sleeve or bell-end type coupling and shall be watertight when assembled. In addition, the Contractor shall adhere to any additional Keesler AFB/site specific requirements.

2.2.13.2. Installation

Installation of underground conduits/ducts shall be IAW RUS Bulletin 1751F-643 and RUS Bulletin 1753F-151. Ducts installed beneath roads, sidewalks, parking areas, other paved surfaces or areas to be paved, etc. shall be installed a minimum of 36" below grade. In a MH with knockouts, ducts shall start at the bottom knockout, allowing for upward expansion in the MH. All ducts not installed under roads, sidewalks, parking areas, or areas to be paved, etc. shall have a minimum of 36 inches ground cover, where possible. The Contractor shall provide other protective measures, concrete cap, etc., in those areas where the minimum ground cover cannot be achieved. Grading of ducts shall be accomplished IAW RUS Bulletin 1751F-643. All conduits shall be continuous between MH/HHs (i.e., no breaks or separations in the conduit runs between MH/HHs).

2.2.13.3. Bends and Sealing

All bends between MHs//HHs shall be a minimum 40-foot radius with the sum of all bends in all directions not exceeding a total of 90 degrees. Duct(s) shall enter a MH/HH perpendicular to the surface of the wall through which it is entering. All new ducts entering a MH/HH shall be sealed.

Universal duct plugs or removable putty sealants (compatible with the application) may be used.

Upon completion of conduit sections, a test mandrel ¼” (6.4mm) to ½” (12.7mm) smaller than the inside diameter of the conduit shall be pulled through each duct to ensure proper alignment.

In addition, all new ducts shall be cleared of loose materials such as concrete, mud, dirt, stones, etc.

2.2.13.4. Utility Separation

When communications ducts cross either power duct or buried power cable, maintain a minimum separation of 3 inches of concrete or 12 inches of well-tamped earth between the two or 12 inches of well tamped earth when parallel; for pipes (e.g., gas, water, oil) maintain 6 inches when crossing or 12 inches when parallel.

2.2.13.5. Spacers and Tracer Wire

Along the length of the duct run, if the ducts are installed by trenching, spacers shall be placed at five (5) foot intervals and cable warning tape shall be buried one (1) foot below the surface and shall follow the duct route. The tape shall be a minimum of three inches wide and orange in color with the appropriate warning message.

In conduits wherein is installed Geotextile Fabric Inner-duct, at least one of the sleeves shall be traceable/detectable.

2.2.13.6. Entrance Conduits into Existing Maintenance Holes

When new entrance conduits/ducts or sleeves are required, the Contractor shall bore and install the necessary holes and install the ducts or sleeves, if a knockout does not exist. Contractor bored holes shall be fitted with duct terminators to accept 4-inch I.D., schedule 40 (or schedule 80) conduit. Penetration shall not be in such a location through the wall as to block use of existing ducts in the maintenance hole. New ducts will be a minimum of 18 inches from either the maintenance hole floor or ceiling, if practical. The minimum bending radius for entry conduit/ducts shall be no less than 10 times the inside diameter of the conduit. Ducts and openings around ducts shall be sealed to prevent moisture from entering the maintenance holes.

All duct entrances shall be flush with the MH/HH interior wall surface.

2.2.13.7. Excavation/Building Penetrations

All wall penetrations, including inside buildings, shall be restored to meet the required base fire ratings.

2.2.14. Outside Plant Installation

This section describes the underground cables, flexible geotextile multiple cell fabric, innerduct and MH/HH plus conduit system installation requirements. The Contractor shall design and install Customer-Owned Outside Plant Telecommunications Infrastructure in accordance with ANSI/TIA-758-B. Each cable installation shall be coordinated with 81 CS/SCXP so that the impact on the building users is properly coordinated. The sequence of installation is at the Contractor’s discretion.

2.2.14.1. Infrastructure Installation

The Contractor shall install the following new infrastructure. All new locations and distances are approximate.

2.2.14.1.1. Maintenance Holes

The Contractor shall provide and install one (1) new maintenance hole (MH) and one (1) new handhole at locations shown on Figure 1. The dimensions of the MH shall be 6 feet x 6 feet x 6 feet and the dimensions of the HH shall be 4 feet x 4 feet x 4 feet. Coordinate exact MH & HH locations with 81 CS/SCXP.

NOTE: 81 CS/SCXP shall provide final numbering/IDs for the new MH & HH installed IAW this para.

2.2.14.1.2. Ductbank Infrastructure

Install 4” Schedule 40 PVC duct banks IAW the following Table:

From Maintenance

Hole

To Maintenance

Hole

Quantity Size (inches)

Approx.

Distance

(Feet)

Figure Comment

HH-116A New HH 4 4 181 1

New HH New MH 4 4 376 1

New MH MH-2801-4 4 4 489 1

MH-2801-1 MH-01A 4 4 162 2

MH-01A Bldg 2801 (Vault)

4 4 50 2

NOTE: Installation of the ducts shall be via boring; cut and patch of roads is NOT authorized.

2.2.14.1.3. Geo-textile Fabric (or Innerduct) Installation

Install three (3) Geo-textile fabrics in a single 4” conduit IAW the following Table:

From Maintenance Hole

To Maintenance Hole

Approx. Distance (Feet)

Figure Comment

HH-116A New HH 181 1

New HH New MH 376 1

New MH MH-2801-4 489 1

MH-2801-1 MH-01A 162 2

MH-01A Bldg 2801 (Vault)

50 2

NOTE: One of the three geo-textile fabrics listed in the above table shall contain a metallic trace member.

2.2.14.2. Fiber Optic Cable Installation

Install outside plant FOC as described in the following paragraphs. The cable shall be all dielectric, loose buffer tube, water blocked, single mode, Inside/Outside plant (ISP/OSP) cable.

The Contractor shall coordinate each cable installation with the Keesler AFB 81 CS/SCXP so as to minimize the impact on building users. The FOC shall be installed as a home-run, a continuous cable without splicing shall be utilized in the installation of the FOC.

The Contractor shall provide and install one (1) 36 strand SM FOC (36L8.3F) from Bldg 1101 to Bldg 2801 IAW Figure 2. The distance is approximately 2390 feet. A 25 foot maintenance coil shall be left in every MH/HH. The new FOC shall utilize any existing vacant innerduct and/or flexible geotextile multiple cell innerduct in the maintenance holes along this route.

2.2.14.2.1. Bldg 1101

The Contractor shall provide and install one new (1) 144-port FODP in existing Rack KE-ITN 1101-1 located in Room 119. Note that the Contractor shall install a FODP chassis (expandable) to 144 ports but only populate it with 36 ports. Terminate the 36 strand SM FOCs to the FODP using SC type connectors (UPC). Verify the locations of the equipment rack and the FODP with

81 CS/SCXP.

2.2.14.2.2. Bldg 2801

The Contractor shall provide and install one new (1) 144-port FODP in existing Rack RR13.

Note that the Contractor shall install a FODP chassis (expandable) to 144 ports but only populate it with 36 ports. Terminate the 36 strand SM FOC to the FODP with SC connectors (UPC).

Verify the locations of the equipment rack and the FODP with 81 CS/SCXP.

2.2.15. Site Restoration/Debris Removal

The Contractor shall restore all disturbed grounds to the “as found” condition or better after installation. Base grounds restoration requirements shall be complied with. Common use areas shall be restored to their original condition. The Contractor shall be responsible for disposing of all residues from this project off base and in accordance with Federal, state and base environmental laws and regulations. All residue produced by directional drilling operations (i.e., slurry) shall be disposed of off base on the same day the residue is produced, at an appropriate disposal facility at the contractor’s expense, IAW federal, state, local and Keesler AFB MS environmental laws and regulations. Under no circumstances will the contractor stage or store boring residue in slurry ponds or other containment areas on Keesler AFB MS.

2.2.16. Service Outages

The Contractor shall be responsible for preventing any unscheduled (i.e. cutting or disabling any in-service cables or equipment.), Contractor-caused, interruptions of communications capabilities that are properly identified. The Contractor shall coordinate planned outages with the site POC at least 10 calendar days in advance of the outage if the implementation necessitates disruption of service, (e.g., communications, electrical, or other utilities).

2.2.17. Identification/Marking

The Contractor shall clearly mark all Contractor-Furnished Property and Equipment (CFP/CFE) with their company's name. The Contractor shall place an easily read, very visible, sign (minimum 8.5 inches x 11 inches) on large containers, construction equipment, or un-manned rental vehicles while on the Government installation indicating the company name and both the Contractor and Site POC's names and local telephone numbers.

2.2.18. Installation Schedules

The Contractor shall provide a complete milestone schedule that denotes project activities to include time-phased start and completion dates for the project and sub-projects associated with the installation of the components and system.

2.2.19. Weekly Status Reports

The Contractor shall prepare a Weekly Status Report in English and shall distribute. The purpose of the report is to inform IPT members of project progress, problems being encountered, and other topics necessary/beneficial to ensure success and timely completion of the contract requirements.

2.2.20. As-Built Drawings

The Contractor shall submit red line drawings showing the “as-built” configuration in format specified by base SCXP project manager. The base communications squadron will provide baseline drawings. The Contractor shall provide As-Built Rack Elevation, Inside Cable Plant and Outside Cable Plant drawings and distribute. These drawings shall depict the entire pathway and details of the installation, including but not limited to: labeling, cables, inner-ducts, maintenance holes, hand holes, conduits, maintenance loops, distances, bores, trenches, building entrances, Inside Cable Plant, and Outside Cable Plant drawings, and As-Built Rack Elevations

2.2.21. Test and Acceptance/Installation Test Plan

The Contractor shall provide test equipment and personnel required to conduct all pre and post testing. The Contractor shall record all pre and post inspections / tests as they are accomplished.

The Contractor shall make all test sheets/results available for 81 CS/SCXP representative upon completed. The Contractor shall notify the 81 CS/SCXP at least 5 calendar days prior to any testing. All testing will be IAW accepted telecommunications industry standards for the type of project being accomplished. It is assumed that all cable when delivered are fault free from the manufacturer. All cables will be tested prior to installation. No cable faults or splicer’s errors are allowed in the new installation. The Contractor shall provide test reports to the government within 10 calendar days of completion. Contractor is required to locate, repair and retest all irregularities found during the testing phase caused by the cable installation. Any splicer’s errors detected shall be corrected in the splice in which they were made. The Contractor will coordinate with 81 CS/SCXP before starting the final system test.

2.2.21.1. Fiber Optic Cable Tests

All strands of all fiber optic cables shall be tested IAW TIA 526-7 Measurement of Optical Power Loss of Installed Single-mode Fiber Cable Plant, or equivalent. As a minimum, the following tests shall be performed. Both Optical Time Domain Reflectometer (OTDR) and Optical Power Meter tests will be used for all end-to- end circuits. Between FODPs, bi-directional testing at 1310 nm and 1550 nm is required. For incomplete circuits that end in manholes, only 1 way OTDR testing is required. The Contractor shall provide equipment generated documentation (Optical Time Domain Reflectometer (OTDR) and Optical Power Meter) all test results in a “Test Report(s)” and submit to the Government. Hand written results can be viewed but will not be accepted as final results.

NOTE: Testing of the Fiber Optic Cables on the reel shall be provided to the 81 CS/SCXP prior to installation.

2.2.21.2. Optical Attenuation

End to end attenuation tests shall be conducted on all fiber optic cable strands. Tests shall be accomplished to ensure the installed cable is within the specified parameters.

2.2.21.3. Distance

Test to determine the installed cable length between optical patch panels. All strands of all fiber optic cables shall be tested.

2.2.22. Acceptance/Installation Test Report

The Contractor shall provide an installation test report of the results of the testing accomplished under the installation test plan. The Test Report(s) shall be provided to the Government no later than 10 calendar days after the test(s) have been completed.

2.2.23. Final Acceptance

The Contractor shall schedule a final project walk-through with the 81 CS/SCX. This should be scheduled 10 calendar days prior to acceptance.

2.2.24. As-Built Documentation in CVC

The Contractor shall record geospatial data and provide as-built documentation (shape files) of all new installed maintenance hole system components (including metadata) compatible with the Cyberspace Infrastructure Planning System (CIPS) Visualization Component (CVC) drawing system. Data points shall be recorded at the center of each manhole/handhole lid and at intervals not to exceed 25 feet along cable routes. Sufficient data points shall be recorded to capture any change in direction along the route. All GPS coordinates shall have +/- 3 feet accuracy for all readings.

3. GENERAL INFORMATION

3.1. Period of Performance

3.2. The period of performance for the project shall be determined based on the proposed schedule and actual contract award date. The project performance is 90 calendar days after the Notice to Proceed is signed.

3.3. Place of Performance

The place of performance is Keesler AFB MS.

3.4. Hours of Operation

The Contractor shall routinely work during normal duty hours of the site. However, mission requirements may necessitate work outside normal hours (nights and/or weekends), especially if existing service must be interrupted. Any site work requested by the Contractor to be performed outside of normal duty hours shall be coordinated with the 81 CS/SCXP and approved by the Contracting Officer at least 10 calendar days in advance.

3.5. Holidays/Down Days

The Contractor shall not perform under this contract on federal holidays or site-unique down-days unless expressly authorized by the CO and coordinated with the 81 CS/SCXP Project Manager.

3.6. Base Support

The Contractor shall identify any base support requirements (for example, laydown and storage areas) necessary to complete this project in their proposal. The contractor shall return all government furnished lay-down and storage areas to their original condition upon completion of the project.

3.7. Minimum Contractor Qualifications.

All work shall be performed by an experienced Telecommunications Contractor. The Contractor shall have a minimum of 3 years of experience in Telecommunications Systems installations.

APPENDIX A: APPLICABLE STANDARDS

The following list is not all-exclusive. The Contractor shall comply with applicable commercial code and standards AFI 91-203 – Air Force Consolidated Occupational Safety Instruction OSHA CFR 29 Part 1910-268 – Telecommunications NEMA TC 2- Electrical Polyvinyl Chloride (PVC) Tubing and Conduit ANSI/TIA-606-B Administration Standard for Telecommunications Infrastructure TIA-568-C Commercial Building Telecommunications (568C.1, 568C.2, 568C.3) Cabling Standard ANSI/TIA-607-B Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications TIA-569-C - Commercial Building Standard for Telecommunications Pathways and Spaces TIA-570-C –Residential Telecommunications Infrastructure Standard TIA-758 B - Customer-owned Outside Plant Telecommunication Infrastructure Standard BICSI TDM Manual - Building Industries Consulting Services International Telecommunications Distribution Methods (TDM) Manual BICSI – Outside Plan Design Reference Manual RUS Bulletin 1751F-643 - Underground Plant Design RUS Bulletin 1751F-644 - Underground Plant Construction Telecommunications Engineering Shield Continuity and Construction Manual (TE&CM) 451.2 RUS Bulletin 1751F-801 – Electrical Protection Fundamentals RUS Bulletin 1753F-151 (515b) - Specifications and Drawings for Underground Cable Installation NFPA 70 - National Electric Code FGDC-STD-007.3-1998 - Geospatial Positioning Accuracy Standards Part 3: National Standard for Spatial Data Accuracy Unified Facilities Criteria 3-260-01

APPENDIX B: LIST OF DELIVERABLES

All deliverables are subject to Government acceptance and approval. They shall meet professional standards and the requirements set forth in this SOW. All deliverables shall be produced using recommended software tools/versions as accepted by the Government. The Contractor shall submit the following deliverables:

Data Item Title As-Builts – Geospatial Information Systems (GIS) locations of new manhole/hand holes, manhole butterfly drawings, rack elevations related to this project

Work Schedule – project time lines (MS Project or Excel) Status Report – Weekly updates of progress (MS Project or Excel)

Test Plan – Plan depicting Pre/Post testing of FOC Test Reports – Pre/Post test results OPSEC Plan

APPENDIX C: LIST OF ACRONYMS

AASHTO American Association of State Highway and Transportation Officials AFM Airfield Management (BaseOPS) Approx Approximately ATC Air Traffic Control Tower ATCALS Air Traffic Control and Landing Systems BCE Base Civil Engineering CDRL Contract Deliverable CFE Contractor-Furnished Equipment CFP Contractor-Furnished Property CIP Common Installation Picture CIPS Cyberspace Infrastructure Planning System CMA Controlled Movement Area CMHDS Communications Maintenance Hole Duct System CO Contracting Officer Comm Communications CS Communications Squadron CSI-B Cyberspace Integrator-Base CVC CIPS Visualization Component ECMRA Contractor Manpower Reporting Application EFI&T Engineer, Furnish, Install and Test FOC Fiber Optic Cable FODP Fiber Optic Distribution Panels FOUO For Official Use Only FY Fiscal Year HDPE High Density Polyethylene HH Hand Hole IAW In Accordance With ID Inside Diameter ILS Instrument Landing System IPT Integrated Process Team LMR Land Mobile Radio MH Maintenance Hole MHDS Maintenance Hole Duct System NLT No Later Than NPDES National Pollution Discharge Elimination System OEM Original Equipment Manufacturer OPSEC Operational Security OSHA Occupational Safety & Health Administration OSP Outside Plant OSS Operations Support Squadron OTDR Optical Time Domain Reflectometer PDF Portable Document Format PM Project Manager POC Point Of Contact Prime Prime Contractor

PSI Pounds per Square Inch PVC Polyvinyl Chloride QAE Quality Assurance Evaluator QCM Quality Control Manager Qty Quantity RUS Rural Utilities Service Bulletin SCOW Supply Chain Operations Wing SCX Scheduler Planner SE System Engineer SM Single Mode SOO Statement of Objectives Sub Sub-Contractor SWPPP Storm Water Pollution Prevention Plan TIA Telecommunications Industry Association TMGB Telecommunication Main Ground Bus-Bar TRD Technical Requirements Document

APPENDIX D: DRAWINGS